JP6308803B2 - Slit-forming formwork structure and its reinforcing hardware - Google Patents

Slit-forming formwork structure and its reinforcing hardware Download PDF

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JP6308803B2
JP6308803B2 JP2014032525A JP2014032525A JP6308803B2 JP 6308803 B2 JP6308803 B2 JP 6308803B2 JP 2014032525 A JP2014032525 A JP 2014032525A JP 2014032525 A JP2014032525 A JP 2014032525A JP 6308803 B2 JP6308803 B2 JP 6308803B2
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diagonal
separator
claws
plate portion
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裕司 園部
裕司 園部
直 大久保
直 大久保
正 倉島
正 倉島
昌之 西川
昌之 西川
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岡部株式会社
ドラーフタイト工業株式会社
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Description

本発明は、構造スリット材の補強部品を汎用性高く組み込むことが可能な構成を備えると共に、構造スリット材を補強する性能を向上することが可能なスリット形成用型枠構造及びその補強金物に関する。   The present invention relates to a slit-forming form structure and a reinforcing metal fitting that have a configuration capable of incorporating a structural slit material reinforcing component with high versatility and can improve the performance of reinforcing the structural slit material.

一般に、鉄筋コンクリート造等のコンクリート構造物では、耐震性能を向上できるように、柱と壁の境界に上下方向縦向きに構造スリット材が設けられている。構造スリット材は、セパレータで組んだ型枠板間のコンクリート打設空間に設けられ、打設コンクリート中に埋設されるようになっている。構造スリット材には、打設コンクリートの側圧が作用して、変形したり、取付位置から位置ずれするおそれがある。このため、構造スリット材を支持・補強することが行われている。   In general, in a concrete structure such as a reinforced concrete structure, a structural slit material is provided vertically in the vertical direction at the boundary between a column and a wall so that seismic performance can be improved. The structural slit material is provided in the concrete placement space between the mold plates assembled with the separator, and is embedded in the placement concrete. The structural slit material may be deformed or displaced from the mounting position by the side pressure of the cast concrete. For this reason, the structural slit material is supported and reinforced.

例えば、特許文献1の「耐震用スリット材の補強構造及び補強部材」では、側面部に補強部材嵌合溝部を形成した耐震用スリット材の支持材と、係止部材に回転自在に保持杆を支持し、この保持杆の先端部に短径と長径を備えた外周形状を有する補強板を固着した補強部材とから耐震用スリット材の補強構造を構成する。保持杆を所定角度回転することにより、補強板の周辺部を支持材の補強部材嵌合溝部に嵌合させ、補強部材により芯材を側面から補強するようになっている。   For example, in “Reinforcement structure and reinforcement member for earthquake-resistant slit material” in Patent Document 1, a support member for an earthquake-resistant slit material having a reinforcing member fitting groove formed on a side surface portion, and a retaining rod that is rotatable on a locking member. The reinforcing structure of the seismic slit material is constituted by a reinforcing member that is supported and has a reinforcing plate having an outer peripheral shape having a short diameter and a long diameter fixed to the tip of the holding rod. By rotating the holding rod by a predetermined angle, the peripheral portion of the reinforcing plate is fitted into the reinforcing member fitting groove of the supporting member, and the core member is reinforced from the side by the reinforcing member.

嵌合溝部を有する支持材は、耐震用スリット材の幅方向両端に1つずつ、2つ取り付けられている。これら2つの支持材に渡すようにして、補強部材の補強板が各支持材の嵌合溝部に嵌合されている。また、補強板に固着された保持杆は、一対の型枠に両端支持されたセパレータの中央と耐震用スリット材の幅方向中央との間に配置されている。   Two supporting members each having a fitting groove are attached to both ends in the width direction of the earthquake-resistant slit material. The reinforcing plate of the reinforcing member is fitted into the fitting groove portion of each supporting material so as to pass to these two supporting materials. Further, the holding rod fixed to the reinforcing plate is disposed between the center of the separator supported at both ends by a pair of molds and the center in the width direction of the earthquake-resistant slit material.

特開2001−214611号公報JP 2001-214611 A

特許文献1では、2つの支持材に単一の補強板を取り付けて補強するようにしているため、耐震用スリット材の幅寸法が広狭異なると、支持材の寸法を変更するか、あるいは補強板の寸法を変更しなければならなかった。言い換えれば、幅寸法が異なる耐震用スリット材個々に対して、寸法の異なる複数種類の支持材や補強板を作成し用意しなければならず、部品として、支持材及び補強板の汎用性が乏しいという課題があった。   In Patent Document 1, since a single reinforcing plate is attached to two supporting members for reinforcement, if the width dimension of the earthquake-resistant slit material is different, the size of the supporting member is changed or the reinforcing plate is changed. Had to change dimensions. In other words, multiple types of support materials and reinforcing plates with different dimensions must be prepared and prepared for each earthquake-resistant slit material with different width dimensions, and the versatility of the support materials and reinforcing plates as parts is poor. There was a problem.

また、補強部材は、耐震用スリット材の幅方向中央とセパレータの中央との間に設けられ、耐震用スリット材に作用する打設コンクリートの側圧をセパレータの中央位置で支持するようになっている。両端支持されているセパレータの中央に力が作用するので、セパレータが変形しやすく、このため、耐震用スリット材の変形や位置ずれを適切に防止することができないという課題もあった。   The reinforcing member is provided between the center of the seismic slit material in the width direction and the center of the separator, and supports the lateral pressure of the cast concrete acting on the seismic slit material at the center position of the separator. . Since a force acts on the center of the separator supported at both ends, the separator is easily deformed. For this reason, there is a problem that deformation and displacement of the earthquake-resistant slit material cannot be prevented appropriately.

本発明は上記従来の課題に鑑みて創案されたものであって、構造スリット材の補強部品を汎用性高く組み込むことが可能な構成を備えると共に、構造スリット材を補強する性能を向上することが可能なスリット形成用型枠構造及びその補強金物を提供することを目的とする。   The present invention was devised in view of the above-described conventional problems, and has a configuration capable of incorporating a structural slit material reinforcing component with high versatility, and can improve the performance of reinforcing the structural slit material. It is an object of the present invention to provide a slit forming mold structure and its reinforcing hardware.

本発明にかかるスリット形成用型枠構造は、セパレータで組んで互いに向かい合わせて配置され、それらの間にコンクリート打設空間が形成される一対の型枠板と、各型枠板に、互いに向かい合わせて取り付けられる一対の目地材と、これら型枠板の間に、その幅方向側縁それぞれが各目地材に面して配置される構造スリット材と、該構造スリット材の幅方向側縁それぞれに装着され、各目地材に組み付けられて、当該構造スリット材を上記型枠板に取付支持するための一対の支持部材と、各支持部材と上記セパレータの長さ方向両端部それぞれとの間に設けられ、上記構造スリット材に作用するコンクリート側圧を該セパレータに伝達して支持する一対の補強金物とを有するスリット形成用型枠構造であって、上記支持部材には、溝底を有する受け溝を形成する爪体が一対、隙間を隔てて互いに向かい合わせて設けられ、上記補強金物は、一対の上記爪体に保持される受圧板部と、該受圧板部に一端が結合されると共に他端が上記セパレータと係止されて、該セパレータと上記支持部材とを連結する連結部材とを有し、上記受圧板部は、四辺のうち、上記連結部材を挟む配置で上記爪体に沿う少なくとも一辺が、該爪体に対し角度をなすように傾斜する位置関係に設定され、かつ該爪体に対し傾斜する該一辺を該爪体に沿わせた状態で一対の該爪体間の上記隙間に挿入される外形寸法の四辺形状に形成され;該爪体に対し傾斜する該一辺の一の対角部位と、該対角部位に対角線方向で向かい合う他の対角部位との間の寸法が、四辺形状の各辺の長さよりも長く、かつ一対の該爪体が向かい合う方向で、当該爪体間の該隙間よりも長く設定され;回転操作されることで、該対角部位それぞれが上記各受け溝に進入されかつ上記溝底によって回転規制されると共に、該対角部位それぞれには、該受け溝内で該爪体に対し圧接される凸部が形成されることを特徴とする。 The form structure for forming slits according to the present invention includes a pair of form plates that are assembled with separators and face each other and a concrete placement space is formed therebetween, and each form plate faces each other. A pair of joint materials that are attached together, a structural slit material that is arranged between these mold plates, each side edge in the width direction facing each joint material, and each side edge in the width direction of the structural slit material Assembled to each joint material and provided between a pair of support members for mounting and supporting the structural slit material on the formwork plate, and each of the support members and both end portions in the length direction of the separator. And a slit forming form structure having a pair of reinforcement hardware for transmitting and supporting the concrete side pressure acting on the structural slit material to the separator, and the support member has a groove bottom. A pair of claw bodies forming a receiving groove are provided facing each other across a gap, and the reinforcing hardware is coupled to a pressure receiving plate portion held by the pair of claw bodies, and one end is coupled to the pressure receiving plate portion. And the other end is engaged with the separator and has a connecting member for connecting the separator and the support member, and the pressure-receiving plate portion is arranged so as to sandwich the connecting member among the four sides. Between the pair of nail bodies in a state where at least one side extending along the nail is inclined so as to form an angle with respect to the nail body and the one side inclined with respect to the nail body is along the nail body Formed in a quadrilateral shape having an outer dimension to be inserted into the gap ; between one diagonal portion of the one side inclined with respect to the nail body and another diagonal portion facing the diagonal portion in a diagonal direction dimension is longer than the length of each side of the quadrilateral, and a pair of nail body In opposite direction, is set longer than the gap between the pawl body; that is rotationally operated, with each said pair angle portion is rotated restricted by entering to and the groove bottom to the respective receiving grooves, the pair Each corner portion is formed with a convex portion that is pressed against the nail body in the receiving groove.

本発明にかかるスリット形成用型枠構造の補強金物は、上記スリット形成用型枠構造の前記支持部材と前記セパレータとの間に設けられる補強金物であって、上記支持部材の一対の前記爪体に保持される受圧板部と、該受圧板部に一端が結合されると共に他端が上記セパレータの長さ方向一端部と係止されて、該セパレータと該支持部材とを連結する連結部材とを有し、上記受圧板部は、四辺のうち、上記連結部材を挟む配置で上記爪体に沿う少なくとも一辺が、該爪体に対し角度をなすように傾斜する位置関係に設定され、かつ該爪体に対し傾斜する該一辺を該爪体に沿わせた状態で一対の該爪体間の前記隙間に挿入される外形寸法の四辺形状に形成され;該爪体に対し傾斜する該一辺の一の対角部位と、該対角部位に対角線方向で向かい合う他の対角部位との間の寸法が、四辺形状の各辺の長さよりも長く、かつ一対の該爪体が向かい合う方向で、当該爪体間の該隙間よりも長く設定され、回転操作されることで、該対角部位それぞれが前記各受け溝に進入されかつ前記溝底によって回転規制されると共に、該対角部位それぞれには、該受け溝内で該爪体に対し圧接される凸部が形成されることを特徴とする。 The reinforcing metal object of the slit forming form structure according to the present invention is a reinforcing metal object provided between the support member of the slit forming form structure and the separator, and the pair of claws of the supporting member. A pressure-receiving plate portion held by the pressure-receiving plate portion, and a connecting member that has one end coupled to the pressure-receiving plate portion and the other end locked to one end portion in the length direction of the separator, and connects the separator and the support member. The pressure receiving plate portion is set in a positional relationship in which at least one side along the nail body is inclined so as to form an angle with respect to the nail body in an arrangement sandwiching the connecting member among the four sides; and The one side inclined with respect to the nail body is formed in a four-sided shape having an outer dimension inserted into the gap between the pair of nail bodies in a state along the nail body ; the one side inclined with respect to the nail body One diagonal part and facing diagonally to the diagonal part Cormorants dimension between the other diagonal portion is longer than the length of each side of the quadrilateral, and in the direction in which the pair of pawl members face each other, is set longer than the gap between the pawl body, rotating operation As a result, each of the diagonal portions enters each of the receiving grooves and is restricted in rotation by the groove bottom, and each of the diagonal portions is pressed against the nail body in the receiving groove. A convex portion is formed.

前記連結部材には、前記セパレータに係止される係止部材が設けられ、該係止部材は、上記連結部材に位置調整可能に設けられることを特徴とする。   The connecting member is provided with a locking member that is locked to the separator, and the locking member is provided on the connecting member so that the position thereof can be adjusted.

前記受圧板部には、これを回転操作するための摘み部が一体的に設けられることを特徴とする。   The pressure receiving plate portion is integrally provided with a knob for rotating the pressure receiving plate portion.

本発明にかかるスリット形成用型枠構造及びその補強金物にあっては、構造スリット材の補強部品を汎用性高く組み込むことができる構成を備えると共に、構造スリット材を補強する性能を向上することができる。詳細には、受圧板部は、四辺のうち、連結部材を挟む配置で爪体に沿う少なくとも一辺が、爪体に対し角度をなすように傾斜する位置関係に設定され、かつ爪体に対し傾斜する当該一辺を爪体に沿わせた状態で一対の爪体間の隙間に挿入される外形寸法の四辺形状に形成され、爪体に対し傾斜する当該一辺の一の対角部位と、この対角部位に対角線方向で向かい合う他の対角部位との間の寸法が、四辺形状の各辺の長さよりも長く、かつ一対の爪体が向かい合う方向で、当該爪体間の隙間よりも長く設定され、回転操作されることで、対角部位それぞれが各受け溝に進入されかつ溝底によって回転規制されるので、爪体に保持される対角部位間の距離を長く稼ぐことができ、受圧板部を爪体に長いスパンで強力に保持させることができ、これにより、構造スリット材のたわみや回転も効果的に抑制することができる。
The form structure for slit formation according to the present invention and the reinforcement hardware thereof include a configuration that can incorporate a reinforcing component of the structural slit material with high versatility, and can improve the performance of reinforcing the structural slit material. it can. Specifically, the pressure receiving plate portion is set to a positional relationship in which at least one side along the nail body is inclined so as to form an angle with respect to the nail body in the arrangement of sandwiching the connecting member among the four sides, and is inclined with respect to the nail body. The one side of the one side that is formed in a four-sided shape with an outer dimension inserted into the gap between the pair of nail bodies with the one side along the nail body and inclined with respect to the nail body, The dimension between the diagonal part that faces the corner part in the diagonal direction is longer than the length of each side of the quadrilateral and longer than the gap between the pair of claws in the direction that the pair of claws face each other. By rotating and operating, each diagonal part enters each receiving groove and rotation is restricted by the groove bottom, so that the distance between the diagonal parts held by the nail body can be earned longer, The plate part can be strongly held on the nail body with a long span. More, it is possible to also effectively suppress bending and rotation of the structure slit material.

本発明に係るスリット形成用型枠構造の好適な一実施形態を示す平面図である。It is a top view which shows suitable one Embodiment of the form structure for slit formation which concerns on this invention. 図1に示したスリット形成用型枠構造の、補強金物を設ける前の様子を示す要部拡大断面図である。It is a principal part expanded sectional view which shows a mode before providing a reinforcement metal fitting of the form structure for slit formation shown in FIG. 図1に示したスリット形成用型枠構造の補強金物を説明する説明図である。It is explanatory drawing explaining the reinforcement metal fitting of the form structure for slit formation shown in FIG. 図1に示したスリット形成用型枠構造の、補強金物を設けた後の様子を示す要部拡大断面図である。It is a principal part expanded sectional view which shows the mode after providing the reinforcement metal fitting of the form structure for slit formation shown in FIG. 図3に示した補強金物を支持部材に装着する操作を説明する説明図である。It is explanatory drawing explaining operation which mounts the reinforcement metal hardware shown in FIG. 3 to a support member. 図3に示した補強金物の他の形態の例を示す説明図である。It is explanatory drawing which shows the example of the other form of the reinforcement metal fitting shown in FIG.

以下に、本発明にかかるスリット形成用型枠構造及びその補強金物の好適な実施形態を、添付図面を参照して詳細に説明する。図1は、本実施形態に係るスリット形成用型枠構造の平面図、図2は、図1に示したスリット形成用型枠構造の、補強金物を設ける前の様子を示す要部拡大断面図、図3は、本実施形態に係るスリット形成用型枠構造の補強金物を説明する説明図、図4は、図1に示したスリット形成用型枠構造の、補強金物を設けた後の様子を示す要部拡大断面図、図5は、補強金物を支持部材に装着する操作を説明する説明図、図6は、補強金物の他の形態を示す説明図である。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of a slit forming form structure and its reinforcing hardware according to the present invention will be described in detail with reference to the accompanying drawings. FIG. 1 is a plan view of a slit forming mold structure according to the present embodiment, and FIG. 2 is an enlarged cross-sectional view of a main part showing a state of the slit forming mold structure shown in FIG. FIG. 3 is an explanatory view for explaining the reinforcing metal object of the slit forming mold structure according to this embodiment, and FIG. 4 is a state after the reinforcing metal object of the slit forming mold structure shown in FIG. 1 is provided. FIG. 5 is an explanatory view for explaining the operation of mounting the reinforcing hardware on the support member, and FIG. 6 is an explanatory view showing another embodiment of the reinforcing hardware.

コンクリート構造物を構築する際に用いられる型枠構造は図1に示すように、従来周知であって、間隔調整用のセパレータ1で一対の型枠板2R,2Lを組むことにより、これら一対の型枠板2R,2Lが互いに向かい合わせて配置される。セパレータ1で支持された一対の型枠板2R,2Lの間には、コンクリート打設空間3が形成される。一対の型枠板2R,2Lを連結するセパレータ1は、これら型枠板2R,2Lによって長さ方向両端1R,1Lが支持される。本実施形態では、コンクリート壁に、柱との境界に位置させて、上下方向縦向きにスリットを設ける場合について説明する。   As shown in FIG. 1, the formwork structure used when constructing a concrete structure is well known in the art. By assembling a pair of formwork plates 2R, 2L with a separator 1 for adjusting the distance, Formwork plates 2R and 2L are arranged facing each other. A concrete placement space 3 is formed between the pair of mold plates 2R and 2L supported by the separator 1. The separator 1 that connects the pair of mold plates 2R and 2L is supported at both ends 1R and 1L in the longitudinal direction by the mold plates 2R and 2L. This embodiment demonstrates the case where a concrete wall is located in a boundary with a pillar and a slit is provided vertically in the vertical direction.

スリットが形成される場合、型枠構造には、一対の型枠板2R,2Lそれぞれに取り付けられる目地材4R,4Lと、これら目地材4R,4Lの取付位置に設けられる構造スリット材5と、構造スリット材5を一対の目地材4R,4Lに取り付けて型枠板2R,2Lに支持させる一対の支持部材6R,6Lが用いられる。   When the slit is formed, the mold structure includes joint materials 4R and 4L attached to the pair of mold plates 2R and 2L, and a structural slit material 5 provided at an attachment position of the joint materials 4R and 4L. A pair of support members 6R, 6L that attach the structural slit material 5 to the pair of joint materials 4R, 4L and support them on the mold plates 2R, 2L are used.

構造スリット材5は、従来周知の素材で形成され、壁の上下方向高さに合わせて、厚みを有する長尺な帯状に形成されて、コンクリート打設空間3内に立てて設けられる。構造スリット材5は、幅方向両側縁5R,5Lがそれぞれ、それらの側方に位置する一対の型枠板2R,2Lに面し、表裏面5aがコンクリート打設空間3に面するように設置される。   The structural slit material 5 is formed of a conventionally known material, is formed in a long strip shape having a thickness according to the vertical height of the wall, and is provided upright in the concrete placement space 3. The structural slit material 5 is installed such that both side edges 5R, 5L in the width direction face a pair of mold plates 2R, 2L located on the sides thereof, and the front and back surfaces 5a face the concrete placement space 3. Is done.

支持部材6R,6Lは図1及び図2に示すように、構造スリット材5の幅方向両側縁5R,5Lのそれぞれに対応させて、一対用いられる。支持部材6R,6Lは合成樹脂製で、構造スリット材5の上下方向高さに合わせて長尺に形成される。   As shown in FIGS. 1 and 2, a pair of support members 6 </ b> R and 6 </ b> L is used so as to correspond to the respective side edges 5 </ b> R and 5 </ b> L in the width direction of the structural slit material 5. The support members 6R and 6L are made of synthetic resin, and are formed to be long according to the vertical height of the structural slit material 5.

支持部材6R,6Lには、構造スリット材5の幅方向側縁5R,5Lに嵌合する第1嵌合凹部6aを形成する断面コ字状の第1グリップ部6bと、目地材4R,4Lが嵌合される第2嵌合凹部6cを形成する断面コ字状の第2グリップ部6dとが一体的に形成される。2つの支持部材6R,6Lの第1嵌合凹部6aそれぞれに、構造スリット材5の幅方向側縁5R,5Lが嵌合され、構造スリット材5はこれら支持部材6R,6Lにその幅方向から挟み込まれる。   The support members 6R and 6L include a first grip portion 6b having a U-shaped cross section that forms a first fitting recess 6a that fits in the width direction side edges 5R and 5L of the structural slit material 5, and joint materials 4R and 4L. And a second grip portion 6d having a U-shaped cross section that forms a second fitting recess 6c into which is fitted. The width direction side edges 5R and 5L of the structural slit material 5 are fitted to the first fitting recesses 6a of the two support members 6R and 6L, respectively. The structural slit material 5 is fitted to the support members 6R and 6L from the width direction. It is caught.

2つの支持部材6R,6Lの第2嵌合凹部6cそれぞれには、目地材4R,4Lが嵌合される。図示例にあっては、一方の支持部材6Lの第2嵌合凹部6cには、壁の上下方向高さに合わせて長尺に形成された木製の目地材4L、いわゆる目地棒が嵌合されている。他方の支持部材6Rの第2嵌合凹部6cには、目地材4Rとして、コーキング剤が充填されている。目地棒でなる目地材4Lは、一方の型枠板2Lに釘7などで取付固定される。コーキング剤でなる目地材4Rは、他方の型枠板2Rに密着させて取り付けられる。目地材4Rは、コーキング剤に代えて、目地材4Lと同様に目地棒であっても良い。   The joint materials 4R and 4L are fitted into the second fitting recesses 6c of the two support members 6R and 6L, respectively. In the illustrated example, a wooden joint material 4L formed so as to be elongated in accordance with the height in the vertical direction of the wall, so-called joint rod, is fitted into the second fitting recess 6c of one support member 6L. ing. The second fitting recess 6c of the other support member 6R is filled with a caulking agent as a joint material 4R. A joint material 4L made of joint rod is attached and fixed to one mold plate 2L with a nail 7 or the like. The joint material 4R made of a caulking agent is attached in close contact with the other mold plate 2R. The joint material 4R may be a joint stick similarly to the joint material 4L instead of the caulking agent.

従って、スリットを形成する場合の型枠構造は、一対の目地材4R,4Lが各型枠板2R,2Lに互いに向かい合わせて取り付けられ、型枠板2R,2Lの間に、その幅方向側縁5R,5Lそれぞれが各目地材4R,4Lに面するようにして構造スリット材5が配置され、さらに、構造スリット材5を一対の型枠板2R,2Lに取付支持するための一対の支持部材6R,6Lが、構造スリット材5の幅方向側縁5R,5Lそれぞれに装着され、かつ各目地材4R,4Lに組み付けられて構成される。   Therefore, the mold structure in the case of forming the slit is that a pair of joint materials 4R and 4L are attached to the mold plates 2R and 2L so as to face each other, and the width direction side between the mold plates 2R and 2L. The structural slit material 5 is arranged so that the edges 5R and 5L face the joint materials 4R and 4L, respectively, and a pair of supports for mounting and supporting the structural slit material 5 on the pair of formwork plates 2R and 2L The members 6R and 6L are mounted on the side edges 5R and 5L in the width direction of the structural slit material 5 and assembled to the joint materials 4R and 4L.

構造スリット材5をこれが変形したり位置ずれしたりすることを防止するために補強する場合には図1〜図4に示すように、構造スリット材5に装着された支持部材6R,6Lとセパレータ1との間に補強金物8R,8Lが設けられる。補強金物8R,8Lを構造スリット材5側に取り付けるために、支持部材6R,6Lの第1グリップ部6bには、コンクリート打設空間3に面して、言い換えれば、セパレータ1側に面して、支持部材6R,6Lの上下高さ方向全長にわたり、一対の爪体6e,6eが設けられる。図示例では、支持部材6R,6Lを両面使いできるように、第1グリップ部6bの表裏に一対の爪体6e,6eが設けられている。   When reinforcing the structural slit material 5 to prevent it from being deformed or displaced, as shown in FIGS. 1 to 4, the support members 6R and 6L attached to the structural slit material 5 and the separator are used. Reinforcing hardware 8R and 8L are provided between the two. In order to attach the reinforcement hardware 8R, 8L to the structural slit material 5 side, the first grip portion 6b of the support members 6R, 6L faces the concrete placing space 3, in other words, faces the separator 1 side. A pair of claw bodies 6e and 6e are provided over the entire length in the vertical height direction of the support members 6R and 6L. In the illustrated example, a pair of claws 6e and 6e are provided on the front and back of the first grip portion 6b so that the support members 6R and 6L can be used on both sides.

これら爪体6e,6eは、第1グリップ部6bから隆起して形成され、これにより当該爪体6e,6eの奥には、溝底6f,6fを有する受け溝6g,6gが形成される。従って、一対の爪体6e,6eにより一対の受け溝6g,6gが形成され、一対の爪体6e,6eは、一対の受け溝6g,6g同士が向かい合うように、隙間Cを隔てて水平方向に互いに向かい合わせて設けられる。   The claw bodies 6e and 6e are formed so as to protrude from the first grip portion 6b, whereby receiving grooves 6g and 6g having groove bottoms 6f and 6f are formed in the back of the claw bodies 6e and 6e. Therefore, a pair of receiving grooves 6g and 6g are formed by the pair of claws 6e and 6e, and the pair of claws 6e and 6e are horizontally separated with a gap C so that the pair of receiving grooves 6g and 6g face each other. Are provided facing each other.

支持部材6R,6Lは、型枠板2R,2Lに近接する構造スリット材5の幅方向両側縁5R,5Lに一つずつ個別に装着されるので、補強金物8R,8Lは、各支持部材6R,6Lそれぞれと、型枠板2R,2Lに近接する、当該型枠板2R,2Lによって支持されるセパレータ1の長さ方向両端部1R,1Lそれぞれとの間に一対設けられる。そして、これら一対の補強金物8R,8Lは、コンクリート打設空間3に打設されて構造スリット材5の表面5a若しくは裏面5aに作用し、支持部材6R,6Lから加わるコンクリート側圧を、セパレータ1に伝達して支持するようになっている。図示例では、補強金物8R,8Lは構造スリット材5の一方の側に配設されているが、構造スリット材5の両側に設けても良いことはもちろんである。   Since the supporting members 6R and 6L are individually attached to the side edges 5R and 5L in the width direction of the structural slit material 5 adjacent to the mold plates 2R and 2L, the reinforcing hardware 8R and 8L are respectively attached to the supporting members 6R. , 6L and a pair of separators 1R and 1L in the longitudinal direction of the separator 1 which are close to the mold plates 2R and 2L and are supported by the mold plates 2R and 2L. The pair of reinforcement hardware 8R and 8L is placed in the concrete placement space 3 and acts on the front surface 5a or the back surface 5a of the structural slit member 5, and the concrete side pressure applied from the support members 6R and 6L is applied to the separator 1. Transmit and support. In the illustrated example, the reinforcing hardware 8R, 8L is disposed on one side of the structural slit material 5, but may be provided on both sides of the structural slit material 5.

図3には、補強金物8R,8Lが示されている。図3(a)は補強金物8R,8Lの側面図、図3(b)は正面図、図3(c)は平面図である。補強金物8R,8Lは、鋼製などの金属製であって、各支持部材6R,6Lの一対の爪体6eに保持される受圧板部8aと、受圧板部8aに一端が結合されると共に他端がセパレータ1と係止されて、受圧板部8aを保持する支持部材6R,6Lとセパレータ1の長さ方向端部1R,1Lとを連結する連結部材8bとを有する。   FIG. 3 shows reinforcing hardware 8R and 8L. 3A is a side view of the reinforcing hardware 8R, 8L, FIG. 3B is a front view, and FIG. 3C is a plan view. The reinforcement hardware 8R, 8L is made of metal such as steel, and one end is coupled to the pressure receiving plate portion 8a held by the pair of claws 6e of the support members 6R, 6L, and the pressure receiving plate portion 8a. The other end is engaged with the separator 1 and includes support members 6R and 6L that hold the pressure receiving plate portion 8a and connecting members 8b that connect the lengthwise ends 1R and 1L of the separator 1.

連結部材8bは、受圧板部8aとセパレータ1との間を連結し得るものであれば形態は問わない。図示例では、ロッド状の連結部材8bが示されている。ロッド状の連結部材8bの一端は、受圧板部8aにネジ結合される。また、連結部材8bの他端には、係止部材9が設けられ、この係止部材9がセパレータ1に係止される。   As long as the connection member 8b can connect between the pressure receiving plate part 8a and the separator 1, a form will not be ask | required. In the illustrated example, a rod-shaped connecting member 8b is shown. One end of the rod-shaped connecting member 8b is screwed to the pressure receiving plate portion 8a. Further, a locking member 9 is provided at the other end of the connecting member 8 b, and the locking member 9 is locked to the separator 1.

図示例では、係止部材9は、連結部材8bのネジ条にねじ込んで、連結部材8bの長さ方向に位置調整自在に設けられる。係止部材9は、バネ性を発揮するU字形態であって、バネ性で拡縮可能な先端9a側に把持部9bを有し、バネ性で広げた先端9a間にセパレータ1を押し入れると、復原して把持部9bでセパレータ1にこれを挟持する態様で係止するようになっている。セパレータ1を係止することで、連結部材8bでセパレータ1と受圧板部8aを保持する支持部材6R,6Lとが連結される。   In the illustrated example, the locking member 9 is screwed into the thread of the connecting member 8b and is provided so that its position can be adjusted in the length direction of the connecting member 8b. The locking member 9 is U-shaped that exhibits springiness, has a gripping portion 9b on the side of the distal end 9a that can be expanded and contracted by springiness, and when the separator 1 is pushed in between the distal ends 9a that are expanded by springiness. Then, it is restored, and is held in such a manner that it is clamped to the separator 1 by the grip portion 9b. By locking the separator 1, the support member 6 </ b> R, 6 </ b> L that holds the separator 1 and the pressure receiving plate portion 8 a is connected by the connecting member 8 b.

受圧板部8aは図5にも示すように、4つの対角部位を有する四辺形で形成される。図示例では、各辺の長さが異なる不等辺四角形状の受圧板部8aが示されている。受圧板部8aの四辺のうち、連結部材8bを挟む配置で爪体6eの上下方向に沿う少なくとも一辺Saが当該爪体6eに対し、鋭角な角度θをなすように傾斜する位置関係に設定される。当該一辺Saと相対向する他方の一辺は図示例では、爪体6eにほぼ平行に沿う位置関係に設定されている。   As shown in FIG. 5, the pressure receiving plate portion 8a is formed in a quadrilateral shape having four diagonal portions. In the example of illustration, the pressure receiving plate part 8a of the unequal side square shape from which the length of each side differs is shown. Of the four sides of the pressure-receiving plate portion 8a, at least one side Sa along the vertical direction of the claw body 6e is set so as to incline so as to form an acute angle θ with respect to the claw body 6e. The In the illustrated example, the other side opposite to the one side Sa is set in a positional relationship substantially parallel to the claw body 6e.

受圧板部8aの外形寸法は、爪体6eに対し傾斜している一辺Saを当該爪体6eに沿わせた状態において、爪体6e間に隙間Cから挿入されるように設定される。また、図示例の四辺形状の受圧板部8aでは、爪体6eに対し傾斜している一辺Saでは、受圧板部8aが最も幅狭となる対角部位と、最も幅広となる対角部位Daとがあり、幅広となる対角部位Daとこれに対角線方向で向かい合う対角部位Dbとの間の寸法は、幅狭となる対角部位とこれに対角線方向で向かい合う対角部位との間の寸法よりも長い。そして、幅広な対角部位Daとこれに向かい合う対角部位Db間の寸法が、一対の爪体6eが向かい合う方向で、当該爪体6e間の隙間Cよりも長く設定される。言い方を変えれば、これら対角部位Da,Dbの爪体6e間方向寸法Yが、隙間Cよりも長く設定される。   The outer dimensions of the pressure receiving plate portion 8a are set so that the side Sa, which is inclined with respect to the claw body 6e, is inserted along the claw body 6e from the gap C. Further, in the four-sided pressure receiving plate portion 8a of the illustrated example, in one side Sa inclined with respect to the claw body 6e, the diagonal portion where the pressure receiving plate portion 8a is narrowest and the diagonal portion Da where the width is widest. The dimension between the diagonal part Da that becomes wide and the diagonal part Db that faces this diagonally is between the diagonal part that becomes narrow and the diagonal part that faces this diagonally. Longer than the dimension. And the dimension between the wide diagonal part Da and the diagonal part Db which faces this is set longer than the clearance gap C between the said nail | claw bodies 6e in the direction where a pair of nail | claw body 6e faces. In other words, the dimension Y between the claw bodies 6e of the diagonal portions Da and Db is set longer than the gap C.

爪体6eに対していずれかの一辺Saを傾斜する配置とし、かつ対角線方向のいずれかの対角部位Da,Db間の寸法を上記のように設定することにより、図5(a)の状態から図5(b)の状態へ、受圧板部8aを回転操作することでこれら対角部位Da,Dbそれぞれを各受け溝6gに進入させることができ、図4に示すように、受圧板部8aを一対の爪体6eに保持させることができる。   The state shown in FIG. 5A is obtained by arranging any one side Sa to be inclined with respect to the nail body 6e and setting the dimension between any diagonal parts Da and Db in the diagonal direction as described above. By rotating the pressure receiving plate portion 8a from the state shown in FIG. 5B, each of the diagonal portions Da and Db can enter the receiving grooves 6g. As shown in FIG. 4, the pressure receiving plate portion 8a can be held by the pair of claws 6e.

すなわち、爪体6eに対し傾斜している一辺Saを当該爪体6eに沿わせた状態で、爪体6e間の隙間Cに納まる四辺形状において、いずれかの一辺Saと爪体6eとが角度θをなす関係となし、また、当該爪体6eと角度θをなす辺Saに関して、幅広となる位置の対角部位Daを起点として、四辺形状の各辺の長さよりも寸法が長くなる対角線上に位置する、一対の対角部位Da,Db間が爪体6e間の隙間Cよりも長く設定されて、当該四辺形状を爪体6e間で回転することによって、これら一対の対角部位Da,Dbが受け溝6g内に進入して爪体6eに保持されるように構成している。受圧板部8aには、回転操作するための摘み部8cが当該受圧板部8aから折り曲げて一体的に設けられる。   That is, in the quadrilateral shape that fits in the gap C between the nail bodies 6e in a state in which the one side Sa inclined with respect to the nail body 6e is aligned with the nail body 6e, any one side Sa and the nail body 6e have an angle. On the diagonal line where the dimension is longer than the length of each side of the quadrilateral shape with respect to the side Sa forming the angle θ with the nail body 6e, with the diagonal part Da at the wide position as the starting point. The distance between the pair of diagonal parts Da, Db is set to be longer than the gap C between the nail bodies 6e, and by rotating the quadrilateral shape between the nail bodies 6e, the pair of diagonal parts Da, Db is configured to enter the receiving groove 6g and be held by the claw body 6e. The pressure receiving plate portion 8a is integrally provided with a knob portion 8c for rotating operation, which is bent from the pressure receiving plate portion 8a.

図6には、受圧板部8aの形態の他の例が示されている。この例では、受圧板部8aの外形形態は、爪体6eの上下方向に沿い、連結部材8bを挟む二辺Saが共に、爪体6eに対して傾斜されている。隙間Cから爪体6e間に挿入された受圧板部8aを爪体6e間で回転することにより、長い方の対角線上に位置する一対の対角部位Da,Dbが受け溝6gに進入される。図3及び図6に示した受圧板部8aいずれにあっても、受圧板部8aのほぼ三角形状の対角部位Da,Dbを受け溝6gに進入させることができ、進入される三角形状の対角部位Da,Dbは広いので、これにより受圧板部8aを効率よく爪体6eに保持させることができる。   FIG. 6 shows another example of the form of the pressure receiving plate portion 8a. In this example, the outer shape of the pressure receiving plate portion 8a is along the vertical direction of the claw body 6e, and the two sides Sa sandwiching the connecting member 8b are both inclined with respect to the claw body 6e. By rotating the pressure receiving plate portion 8a inserted between the claw bodies 6e from the gap C between the claw bodies 6e, a pair of diagonal portions Da and Db located on the longer diagonal line enter the receiving groove 6g. . In any of the pressure receiving plate portion 8a shown in FIG. 3 and FIG. 6, the substantially triangular diagonal portions Da and Db of the pressure receiving plate portion 8a can be made to enter the receiving groove 6g. Since the diagonal portions Da and Db are wide, the pressure receiving plate portion 8a can be efficiently held on the claw body 6e.

また、受け溝6gに進入された対角部位Da,Dbは、必要以上の回転に対し、溝底6fによって回転規制される。言い換えれば、対角部位Da,Dbが受け溝6gに進入すればよいので、過度の回転でなければ、溝底6fによって回転規制されることはない。対角部位Da,Dbが過度に回転すると、例えば対角部位Da,Dbが水平に並ぶ位置まで回転されると、受圧板部8aを爪体6eの上下方向に保持するスパンXが殆どなくなり、保持強度が弱まるが、溝底6fにより過度の回転の規制が可能であることにより、爪体6eに保持される対角部位Da,Db間の距離を長く稼ぐことができ、受圧板部8aを爪体6eの上下方向に長いスパンXで強力に保持させることができる。これにより、構造スリット材5のたわみや回転も効果的に抑制することができる。   The diagonal portions Da and Db that have entered the receiving groove 6g are restricted by the groove bottom 6f against rotation more than necessary. In other words, the diagonal portions Da and Db only need to enter the receiving groove 6g. Therefore, unless the rotation is excessive, the rotation is not restricted by the groove bottom 6f. When the diagonal portions Da, Db are excessively rotated, for example, when the diagonal portions Da, Db are rotated to a position where they are horizontally aligned, there is almost no span X for holding the pressure receiving plate portion 8a in the vertical direction of the claw body 6e. Although the holding strength is weakened, the excessive rotation can be restricted by the groove bottom 6f, so that the distance between the diagonal portions Da and Db held by the claw body 6e can be increased, and the pressure receiving plate portion 8a can be The claw body 6e can be strongly held with a long span X in the vertical direction. Thereby, the bending and rotation of the structural slit material 5 can also be suppressed effectively.

四辺形状の受圧板部8aには、受け溝6gへ進入される対角部位Da,Dbに、凸部10が形成される。図3及び図5の形態の受圧板部8aでは、一方の凸部10は、爪体6eに対して傾斜している一辺Saについては、幅広となる対角部位Daに形成され、他方の凸部10は当該一方の対角部位Daと対角となる対角部位Dbに形成される。   On the quadrilateral pressure receiving plate portion 8a, convex portions 10 are formed at diagonal portions Da and Db that enter the receiving groove 6g. In the pressure receiving plate portion 8a in the form of FIG. 3 and FIG. 5, one convex portion 10 is formed in a wide diagonal portion Da with respect to one side Sa inclined with respect to the claw body 6e, and the other convex portion. The part 10 is formed in the diagonal part Db that is diagonally opposite to the one diagonal part Da.

図示例では、他方の辺の対角部位Dbには突出部分が形成され、対角部位Dbのこの突出部分に凸部10が形成されている。凸部10は、受圧板部8aに、連結部材8b側の面に形成しても、連結部材8bとは反対側の面に形成してもよい。凸部10は、受圧板部8aから隆起していれば、プレス成形や切り起こし、溶融金属を盛って突起を形成するなど、どのような方法で形成してもよい。   In the illustrated example, a protruding portion is formed on the diagonal portion Db on the other side, and a convex portion 10 is formed on this protruding portion of the diagonal portion Db. The convex portion 10 may be formed on the pressure receiving plate portion 8a on the surface on the side of the connecting member 8b or on the surface opposite to the connecting member 8b. The convex portion 10 may be formed by any method, such as press molding, cutting and raising, and forming a projection by pouring molten metal, as long as it protrudes from the pressure receiving plate portion 8a.

次に、本実施形態に係るスリット形成用型枠構造及びその補強金物の作用について説明する。構造スリット材5を設置して補強金物8R,8Lで補強する際には、まず、一方の型枠板2Lに目地材4Lを釘7等で固定し、この目地材4Lに一方の支持部材6Lを装着し、この一方の支持部材6Lに、構造スリット材5の幅方向一側縁5Lを取り付ける。構造スリット材5の幅方向他側縁5Rに、目地材4Rを充填した他方の支持部材6Rを取り付ける。この作業と並行して、または相前後して、セパレータ1の長さ方向一端部1L側を一方の型枠板2Lに取付固定する。   Next, the operation of the slit forming form structure and its reinforcing hardware according to this embodiment will be described. When the structural slit member 5 is installed and reinforced with the reinforcing hardware 8R, 8L, first, the joint material 4L is fixed to one mold plate 2L with a nail 7 or the like, and one support member 6L is attached to the joint material 4L. Is attached, and one side edge 5L in the width direction of the structural slit material 5 is attached to the one support member 6L. The other support member 6R filled with the joint material 4R is attached to the other side edge 5R in the width direction of the structural slit material 5. In parallel with or in parallel with this operation, one end 1L in the length direction of the separator 1 is attached and fixed to one mold plate 2L.

次いで、一対の支持部材6R,6Lの爪体6eに、補強金物8R,8Lの受圧板部8aを取り付ける。補強金物8R,8Lは、セパレータ1の高さ位置に合わせ、爪体6eの上下高さ方向のどのような位置にも取り付けることができる。補強金物8R,8Lを取り付ける際には、受圧板部8aを爪体6e間の隙間Cに挿入し、摘み部8cを回転し、受圧板部8aの凸部10を受け溝6g内で爪体6eに対し圧接させ、これにより、支持部材6R,6Lに対し、受圧板部8aを固定する。その後、受圧板部8aに連結部材8bの一端をネジ結合する。また、連結部材8bの他端の係止部材9を位置調整して、セパレータ1の長さ方向一端部1R,1Lに係止する。   Next, the pressure receiving plate portions 8a of the reinforcing hardware 8R and 8L are attached to the claws 6e of the pair of support members 6R and 6L. The reinforcing hardware 8R and 8L can be attached to any position in the vertical direction of the claw body 6e in accordance with the height position of the separator 1. When attaching the reinforcing hardware 8R, 8L, the pressure receiving plate portion 8a is inserted into the gap C between the claws 6e, the knob 8c is rotated, and the convex portion 10 of the pressure receiving plate portion 8a is received in the receiving groove 6g. The pressure receiving plate portion 8a is fixed to the support members 6R and 6L. Thereafter, one end of the connecting member 8b is screwed to the pressure receiving plate portion 8a. Further, the position of the locking member 9 at the other end of the connecting member 8b is adjusted, and the locking member 9 is locked to the longitudinal end portions 1R and 1L of the separator 1.

これにより、構造スリット材5には、その幅方向両側縁5R,5L側に、セパレータ1の長さ方向両端部1R,1Lと連結された一対の補強金物8R,8Lが取り付けられる。その後、他方の型枠板2Rを設置し、セパレータ1の長さ方向他端部1Rを当該型枠板2Rに取付固定し、またこの型枠板2Rが目地材4Rに密着される。   Thus, a pair of reinforcing hardware 8R and 8L connected to the longitudinal ends 1R and 1L of the separator 1 are attached to the structural slit member 5 on both side edges 5R and 5L in the width direction. After that, the other mold plate 2R is installed, the other end 1R in the length direction of the separator 1 is attached and fixed to the mold plate 2R, and the mold plate 2R is in close contact with the joint material 4R.

このようにしてスリット形成用型枠が組まれると、一対の型枠板2R,2L間のコンクリート打設空間3にコンクリートが打設される。コンクリート打設空間3にコンクリートが打設されると、コンクリート側圧が、補強金物8R,8Lを設置した側とは反対側の構造スリット材5の面5aに作用する。補強金物8R,8Lは、受圧板部8aが支持部材6R,6Lを介して、構造スリット材5に作用するコンクリート側圧を受け止め、受け止めた側圧が連結部材8bによってセパレータ1に伝達され支持される。   When the slit forming mold is assembled in this way, concrete is placed in the concrete placing space 3 between the pair of mold plates 2R and 2L. When concrete is placed in the concrete placement space 3, the concrete side pressure acts on the surface 5a of the structural slit material 5 on the side opposite to the side on which the reinforcement hardware 8R, 8L is installed. The reinforcing metal parts 8R and 8L receive the concrete side pressure acting on the structural slit material 5 through the support members 6R and 6L, and the received side pressure is transmitted to the separator 1 by the connecting member 8b and supported.

本実施形態では、構造スリット材5の幅方向両側縁5R,5Lに一対で設けた支持部材6R,6Lそれぞれに対して個別に、一対の補強金物8R,8Lが設けられ、この一対の補強金物8R,8Lが、型枠板2R,2Lに両端支持されたセパレータ1の長さ方向両端部1R,1L、すなわち一対の補強金物8R,8Lを型枠板2R,2Lに寄せて、セパレータ1の取付支持位置近傍に連結することができるので、セパレータ1は変形しにくく、従って、構造スリット材5の変形や位置ずれを適切に防止することができ、構造スリット材5を補強する性能を確実に向上できて、スリットを的確に設置することができる。   In the present embodiment, a pair of reinforcing hardware 8R, 8L is individually provided for each of the support members 6R, 6L provided as a pair on both side edges 5R, 5L in the width direction of the structural slit material 5, and this pair of reinforcing hardware 8R and 8L are arranged at both ends 1R and 1L in the longitudinal direction of the separator 1 supported at both ends by the mold plates 2R and 2L, that is, a pair of reinforcing hardware 8R and 8L are brought close to the mold plates 2R and 2L. Since it can be connected in the vicinity of the mounting support position, the separator 1 is not easily deformed. Therefore, deformation and displacement of the structural slit material 5 can be prevented appropriately, and the performance of reinforcing the structural slit material 5 is ensured. It can improve and can install a slit exactly.

構造スリット材5の幅方向両側縁5R,5Lに設けられる一対の支持部材6R,6Lそれぞれに個別に補強金物8R,8Lを設けるので、背景技術とは異なり、構造スリット材5の幅寸法の広狭、すなわち壁厚に左右されることなく、構造スリット材5の補強部品である支持部材6R,6L及び補強金物8R,8Lを共通部品として、汎用性高く組み込むことができる。   Unlike the background art, the width dimension of the structural slit material 5 is wide and narrow, because the reinforcing hardware 8R, 8L is individually provided for each of the pair of support members 6R, 6L provided on both side edges 5R, 5L in the width direction of the structural slit material 5. That is, without depending on the wall thickness, the supporting members 6R and 6L and the reinforcing hardware 8R and 8L, which are the reinforcing parts of the structural slit member 5, can be incorporated with high versatility as common parts.

また、補強金物8R,8Lの支持部材6R,6L(爪体6e)への取り付けは、受圧板部8aをひねって回す操作で完了することができ、コンクリート打設空間3に鉄筋等が錯綜して配筋される場合でも、狭いスペースで容易に作業を完了することができる。   Further, the attachment of the reinforcing hardware 8R, 8L to the support members 6R, 6L (claw body 6e) can be completed by an operation of twisting and turning the pressure receiving plate portion 8a. Even when the bars are arranged, the work can be completed easily in a narrow space.

連結部材8bに、セパレータ1に係止される係止部材9を設け、この係止部材9が、連結部材8bに位置調整可能に設けられるので、施工位置に応じて構造スリット材5とセパレータ1の間隔が異なっていても、これらの間に適切に補強部材8R,8Lを配置することができる。   Since the locking member 9 locked to the separator 1 is provided on the connecting member 8b, and the locking member 9 is provided on the connecting member 8b so that the position of the locking member 9 can be adjusted, the structural slit material 5 and the separator 1 are arranged according to the construction position. Even if the intervals of are different, the reinforcing members 8R and 8L can be appropriately disposed between them.

受圧板部8aに、これを回転操作するための摘み部8cを一体的に設けたので、操作性良好に受圧板部8aを回転操作して爪体6eに保持させることができる。   Since the knob portion 8c for rotating this is integrally provided on the pressure receiving plate portion 8a, the pressure receiving plate portion 8a can be rotated and held on the claw body 6e with good operability.

1 セパレータ
1R,1L セパレータの長さ方向端部
2R,2L 型枠板
3 コンクリート打設空間
4R,4L 目地材
5 構造スリット材
5R,5L 構造スリット材の幅方向側縁
6R,6L 支持部材
6e 爪体
6f 溝底
6g 受け溝
8R,8L 補強金物
8a 受圧板部
8b 連結部材
8c 摘み部
9 係止部材
10 凸部
C 隙間
Da,Db 一対の対角部位
DESCRIPTION OF SYMBOLS 1 Separator 1R, 1L Separator length direction edge part 2R, 2L Formwork board 3 Concrete placement space 4R, 4L Joint material 5 Structure slit material 5R, 5L Edge of width direction of structure slit material 6R, 6L Support member 6e Claw Body 6f Groove bottom 6g Receiving groove 8R, 8L Reinforcement hardware 8a Pressure receiving plate portion 8b Connecting member 8c Knob portion 9 Locking member 10 Protruding portion C Clearance Da, Db A pair of diagonal parts

Claims (4)

セパレータで組んで互いに向かい合わせて配置され、それらの間にコンクリート打設空間が形成される一対の型枠板と、各型枠板に、互いに向かい合わせて取り付けられる一対の目地材と、これら型枠板の間に、その幅方向側縁それぞれが各目地材に面して配置される構造スリット材と、該構造スリット材の幅方向側縁それぞれに装着され、各目地材に組み付けられて、当該構造スリット材を上記型枠板に取付支持するための一対の支持部材と、各支持部材と上記セパレータの長さ方向両端部それぞれとの間に設けられ、上記構造スリット材に作用するコンクリート側圧を該セパレータに伝達して支持する一対の補強金物とを有するスリット形成用型枠構造であって、
上記支持部材には、溝底を有する受け溝を形成する爪体が一対、隙間を隔てて互いに向かい合わせて設けられ、
上記補強金物は、一対の上記爪体に保持される受圧板部と、該受圧板部に一端が結合されると共に他端が上記セパレータと係止されて、該セパレータと上記支持部材とを連結する連結部材とを有し、
上記受圧板部は、
四辺のうち、上記連結部材を挟む配置で上記爪体に沿う少なくとも一辺が、該爪体に対し角度をなすように傾斜する位置関係に設定され、かつ該爪体に対し傾斜する該一辺を該爪体に沿わせた状態で一対の該爪体間の上記隙間に挿入される外形寸法の四辺形状に形成され、
該爪体に対し傾斜する該一辺の一の対角部位と、該対角部位に対角線方向で向かい合う他の対角部位との間の寸法が、四辺形状の各辺の長さよりも長く、かつ一対の該爪体が向かい合う方向で、当該爪体間の該隙間よりも長く設定され、
回転操作されることで、該対角部位それぞれが上記各受け溝に進入されかつ上記溝底によって回転規制されると共に、
該対角部位それぞれには、該受け溝内で該爪体に対し圧接される凸部が形成されることを特徴とするスリット形成用型枠構造。
A pair of mold plates that are assembled with separators and face each other, and a concrete placement space is formed between them, a pair of joint materials that are attached to each mold plate so as to face each other, and these molds Between the frame plates, each of the side edges in the width direction is arranged to face each joint material, and each of the side edges in the width direction of the structure slit material is attached to each joint material and assembled to each joint material. A pair of support members for mounting and supporting the slit material on the mold plate, and a concrete side pressure acting on the structural slit material is provided between each of the support members and both end portions in the length direction of the separator. A slit forming mold structure having a pair of reinforcing hardware to be transmitted to and supported by the separator,
The support member is provided with a pair of claws forming a receiving groove having a groove bottom and facing each other with a gap between them,
The reinforcing hardware includes a pressure receiving plate portion held by the pair of claws, and one end coupled to the pressure receiving plate portion and the other end locked to the separator to connect the separator and the support member. And a connecting member
The pressure plate part is
Among the four sides, at least one side along the nail body in an arrangement sandwiching the connecting member is set in a positional relationship that is inclined so as to form an angle with respect to the nail body, and the one side inclined with respect to the nail body is It is formed into a quadrilateral shape with an outer dimension that is inserted into the gap between the pair of claws in a state along the claws ,
The dimension between one diagonal part of the one side inclined with respect to the nail body and the other diagonal part facing the diagonal part in the diagonal direction is longer than the length of each side of the quadrilateral shape, and In a direction where the pair of claws face each other, the gap is set longer than the gap between the claws ,
By being rotated, each of the diagonal parts enters the receiving grooves and is restricted by the groove bottom ,
Each of the diagonal portions is formed with a projecting portion that is pressed against the nail body in the receiving groove.
請求項1に記載のスリット形成用型枠構造の前記支持部材と前記セパレータとの間に設けられる補強金物であって、
上記支持部材の一対の前記爪体に保持される受圧板部と、該受圧板部に一端が結合されると共に他端が上記セパレータの長さ方向一端部と係止されて、該セパレータと該支持部材とを連結する連結部材とを有し、
上記受圧板部は、
四辺のうち、上記連結部材を挟む配置で上記爪体に沿う少なくとも一辺が、該爪体に対し角度をなすように傾斜する位置関係に設定され、かつ該爪体に対し傾斜する該一辺を該爪体に沿わせた状態で一対の該爪体間の前記隙間に挿入される外形寸法の四辺形状に形成され、
該爪体に対し傾斜する該一辺の一の対角部位と、該対角部位に対角線方向で向かい合う他の対角部位との間の寸法が、四辺形状の各辺の長さよりも長く、かつ一対の該爪体が向かい合う方向で、当該爪体間の該隙間よりも長く設定され、
回転操作されることで、該対角部位それぞれが前記各受け溝に進入されかつ前記溝底によって回転規制されると共に、
該対角部位それぞれには、該受け溝内で該爪体に対し圧接される凸部が形成されることを特徴とするスリット形成用型枠構造の補強金物。
Reinforcing hardware provided between the support member and the separator of the slit forming form structure according to claim 1,
A pressure receiving plate portion held by the pair of claws of the support member; one end of the pressure receiving plate portion is coupled to the pressure receiving plate portion and the other end is engaged with one end portion in the length direction of the separator; A connecting member for connecting the support member,
The pressure plate part is
Among the four sides, at least one side along the nail body in an arrangement sandwiching the connecting member is set in a positional relationship that is inclined so as to form an angle with respect to the nail body, and the one side inclined with respect to the nail body is It is formed into a quadrilateral shape with an outer dimension that is inserted into the gap between the pair of claws in a state along the claws ,
The dimension between one diagonal part of the one side inclined with respect to the nail body and the other diagonal part facing the diagonal part in the diagonal direction is longer than the length of each side of the quadrilateral shape, and In a direction where the pair of claws face each other, the gap is set longer than the gap between the claws ,
By being rotated, each of the diagonal parts enters the receiving groove and is restricted by the groove bottom ,
Each of the diagonal portions is provided with a reinforcing metal fitting of a slit forming mold structure, wherein a convex portion that is pressed against the claw body is formed in the receiving groove.
前記連結部材には、前記セパレータに係止される係止部材が設けられ、該係止部材は、上記連結部材に位置調整可能に設けられることを特徴とする請求項2に記載のスリット形成用型枠構造の補強金物。   3. The slit forming device according to claim 2, wherein a locking member that is locked to the separator is provided on the connecting member, and the locking member is provided on the connecting member so that the position thereof can be adjusted. Reinforcement hardware with formwork structure. 前記受圧板部には、これを回転操作するための摘み部が一体的に設けられることを特徴とする請求項2または3に記載のスリット形成用型枠構造の補強金物。   The reinforcing metal fitting for slit forming form according to claim 2 or 3, wherein the pressure receiving plate portion is integrally provided with a knob for rotating the pressure receiving plate portion.
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